Summary for Test 2026-09-21-45-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002572
DEA: 061H9704
EFIS: 0625000105
DIST-CO-RTE-PM06-MAD-152-R0.0/15.5
Award DateNot set
Closeout DateNot set
Work DescriptionMADERA COUNTY SLAB REPLACEMENT WITH DIGOUTS ON SR 59, 152. Cold plane AC, remove concrete pavement and place with HMA and RHMA.
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR CHOWCHILLA FROM ROUTE 59/152 SEPARATION TO 0.1 MILE WEST OF ROUTE 99/152 SEPARATION.
QA Service Level1 (Verified on 08/31/2026)

Sample Information

Sample Taken Date09/21/2026 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing09/29/2026 Sample typeQuality Assurance
A brief description of the sample64-16 The quantity of what the sample constitutes1 CAN OF 64-16
From where was the sample collectedFabricator First name of sampler or witnessed bypardeep
Last name of sampler or witnessed byn/a Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSante Fe Aggregates Winton
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form047876
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number3
Sublot number7 Tank number
Time of sample HMA SupplierSANTE FE AGG
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Typenot listed on tl 101 HMA Supplier Mix ID Numbersanta fe agg

Test Details

DIME Sample ID: 2026-09-21-45
DIME Test ID: 2026-09-21-45-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2026-09-30

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 09/30/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.165 kPa
Phase Angle (δ) (for the 10 cycles): 89.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.365 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.37 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/30/2026 ✔